Summary for Test 2020-12-11-8-5
Test performed: CTM 227-December 2014Project Information
Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
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DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
Award Date | 10/22/2020 |
Closeout Date | 12/11/2023 |
Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
Sample Taken Date | 12/11/2020 | Sample Unique Key | 8 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 12/12/2020 |
Sample type | Quality Control | A brief description of the sample | 1x4 concrete aggregates |
The quantity of what the sample constitutes | 1 days placement | From where was the sample collected | Source |
First name of sampler or witnessed by | Cody | Last name of sampler or witnessed by | Cuevas |
Title of sampler | QC Technician | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Hanson Goleta | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Sheffield Abutments |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-42-0003 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | belt cut | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | 725A1M0P | Lot number | |
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-12-11-8
DIME Test ID: 2020-12-11-8-5
Testing Lab: Sequoia Consultants
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2020-12-16
Test Results
Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Leo Santamaria
Date of test: 12/11/2020
Cleanness value (11/2 in. maximum aggregate mix): 89
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/16/2020 ✔